A method for preventing roadway floor heave and wall slippage in gob-side entry retention
A technology for gob-side entry retention and roadway, which is used in tunnels, tunnel linings, earth-moving drilling and mining, etc., can solve the problem that cannot fundamentally solve the problem of bottom drum control of gob-side entry retention, it is difficult to effectively control the wall slip, and the anchor rod resists. The problem of poor bending and shear resistance can prevent the slippage of the kick drum and the wall, improve the prospect of popularization and application, and eliminate the amount of repair work.
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[0078] Take the gob-side entry retention in the 9302 working face of the coal mine as an example:
[0079] During the construction process, the first 300 meters of the roadway adopt the traditional method to retain the gob-side entry, and the last 1100 meters of the roadway adopt the method of the present invention to retain the gob-side entry.
[0080] The method adopted for the first 300 meters of the roadway is as follows:
[0081] The preventive measures for roadway bottom heave are: floor bolt reinforcement method; no protective measures are taken for the prevention of wall slippage. compare results:
[0082] During the first 300 meters of the roadway along the gob-side retaining process, the bottom heave of the roadway is as high as 0.8-1m, the internal displacement of the wall is 0.3-0.5m, the local wall is inclined, and the section of the roadway is reduced; the roadway repair is required to meet the normal use requirements, and there are certain security risks.
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